摘要
应用ANSYS对混凝土小型空心砌块组合结构进行非线性有限元分析,与试验结果做对比,论证了ANSYS对于砌体结构分析的适用性,并在此基础上,通过改变组合砌体的材料与几何参数等因素进行的分类计算,对其抗剪性能的作用做了相应的比较.
A nonlinear finite element method is used for small hollow concrete block building wall by ANSYS-Software. Data between experimental and calculation are investigated to prove the analysis credibility of ANSYS nonlinear finite element method. Influences of different material attribute and different structural shapes, on the cracking resistant performance of the walls are compared.
出处
《天津城市建设学院学报》
CAS
2007年第4期263-266,293,共5页
Journal of Tianjin Institute of Urban Construction